Beam Deflection Calculator

Calculate maximum deflection, bending moment, and flexural stress for common point-loaded beam configurations.

Calculate beam response
Use consistent SI inputs for a simply supported center load or a cantilever end load.

About the beam deflection calculator

Beam deflection is the displacement produced when a transverse load bends a structural member. This calculator handles two fundamental idealized cases: a simply supported beam with a point load at midspan and a cantilever beam with a point load at its free end. For either case, it reports maximum elastic deflection, maximum bending moment, and nominal bending stress. These cases are useful for learning, preliminary sizing, and checking a hand calculation before more detailed analysis. For a simply supported beam carrying a center point load, maximum deflection equals load times length cubed divided by forty-eight times elastic modulus times second moment of area. Maximum moment equals load times length divided by four. For a cantilever with an end point load, maximum deflection equals load times length cubed divided by three times elastic modulus times second moment of area, while maximum moment equals load times length. Nominal bending stress equals maximum moment divided by section modulus. The inputs use a coherent SI system: newtons, meters, pascals, meters to the fourth power, and meters cubed. The displayed deflection is converted to millimeters, moment remains in newton-meters, and stress is converted to megapascals. Elastic modulus describes material stiffness. Moment of inertia describes cross-section stiffness about the bending axis, while section modulus connects bending moment to extreme-fiber stress. Manufacturer tables or verified section-property calculations are preferable to rough estimates. These closed-form equations assume a straight, prismatic beam, small deflection, linear elastic material, ideal supports, and a static point load at the specified location. They omit self-weight, distributed loads, lateral torsional buckling, shear deformation, connection flexibility, holes, notches, composite behavior, vibration, fatigue, and load combinations. Real design also requires strength reduction factors, serviceability limits, stability checks, and applicable building standards. Use the calculator as an educational and preliminary analysis tool only. Have a licensed structural professional verify any beam whose failure could damage property or injure people.

Beam deflection examples

Examples use coherent SI section properties and ideal point loads.

Beam and loadResponseConfiguration
Simply supported: P 1000 N, L 4 m, E 200 GPa, I 8e-6 m4Deflection 0.833 mm; moment 1000 N mPoint load at midspan.
Cantilever: P 500 N, L 2 m, E 70 GPa, I 2e-6 m4Deflection 9.524 mm; moment 1000 N mPoint load at the free end.
Simply supported: P 2000 N, L 3 m, E 200 GPa, I 6e-6 m4Deflection 0.938 mm; moment 1500 N mIdeal center-load case.

How to calculate beam deflection

  1. Choose the support and point-load configuration that matches the idealized beam.
  2. Enter load and span in newtons and meters.
  3. Enter elastic modulus, moment of inertia, and section modulus in the displayed SI units.
  4. Select Calculate Deflection and compare the results with applicable strength and serviceability limits.

Beam deflection calculator FAQ

What load positions are supported?

The simply supported case places one point load at midspan, and the cantilever case places it at the free end. Other positions or distributed loads require different equations.

What is moment of inertia?

The second moment of area measures how a cross section distributes material about its bending axis. A larger value generally produces less elastic deflection for the same material, load, and span.

What is section modulus?

Section modulus is the second moment of area divided by the distance to the extreme fiber. Dividing bending moment by section modulus gives nominal extreme-fiber bending stress.

Why does beam length have such a large effect?

Elastic deflection in these point-load cases varies with the cube of span. Doubling length can multiply deflection by eight when the other properties remain unchanged.

Can this result be used to approve a structural beam?

No, this simplified result does not cover every load, limit state, connection, or code requirement. A qualified engineer must verify safety-critical structural designs.